CITY OF MORRO BAY WATER RECLAMATION FACILITY …...May 22, 2020 · 22 11 26 Water Meters RWC 22 13 17 Cast Iron Soil Pipe and Accessories RWC DIVISION 23 – HEATING, VENTILATING,

CITY OF MORRO BAY

WATER RECLAMATION FACILITY

TABLE OF CONTENTS

ISSUED FOR CONSTRUCTION

MAY 2020

City of Morro Bay Table of Contents Water Reclamation Facility 00 01 10.01 Issued: May 2020 B&V Project 400530 Page 1 of 18 Issued for Construction

The specifications prepared by the following registered engineer are listed in the Table of Contents as indicated by their initials.

Engineering Manager Erick Bevington, P.E. Black & Veatch Corporation

5/20/2020



Project Engineer Kaitie Zusy, P.E. Black & Veatch Corporation

5/19/2020



Structural Engineer Charles R. Ashley, Jr., S.E. Ashley and Vance Engineering, Inc.


The specifications prepared by the following licensed architect are listed in the Table of Contents as indicated by their initials.

Architect Bruce Fraser, AIA Frasier Seiple Architects



Instrumentation & Control Engineer Brian L. Butler, P.E. Black & Veatch Corporation

5/19/2020



Building Mechanical Engineer Randy W. Cantrell, P.E. Black & Veatch Corporation

RAND

REGISTERE

DPR

O FES IONA L

ENGINEER

ST

ATE

O F C A L IFO

RN

IA

No. M36207

S

YW. CAN

TRELL

N I CA L

ME CH A

5/19/2020

TABLE OF CONTENTS (Continued)

Number Title Author


DIVISION 1 – GENERAL REQUIREMENTS 01 33 00 Submittals Procedures EVB

01 45 33.3 Code Required Special Inspections and Procedures (IBC 2015) CRA 01 61 00 General Equipment Stipulations EVB

01 67 00.2 Meteorological and Seismic Design Criteria (IBC 2012 & 2015) CRA 01 68 00 Equipment and Valve Identification EVB 01 73 19 Equipment Installation EVB 01 75 11 Startup Requirements (Deferred Submittal) 01 79 00 Demonstration and Training EVB 01 91 00 Commissioning (Deferred Submittal)

DIVISION 2 – Not Used

DIVISION 3 – CONCRETE 03 01 26.66 Concrete Crack Repair CRA

03 08 13 Tightness Testing of Structures EVB 03 08 13.S01 Tightness Testing of Structures ‐ Schedule EVB

03 11 00 Concrete Forming CRA 03 15 19 Concrete Joints and Accessories CRA 03 20 00 Concrete Reinforcing CRA 03 30 00 Cast‐in‐Place Concrete CRA 03 30 13 Concrete Placing CRA 03 35 00 Concrete Finishing CRA 03 39 00 Concrete Curing CRA 03 60 00 Grouting CRA

DIVISION 4 – MASONRY

04 00 00 Masonry BDF, CRA


Number Title Author


DIVISION 5 – METALS

05 40 00 Cold‐Formed Metal Framing BDF, CRA

05 50 00 Metal Fabrications BDF, CRA

05 50 13 Structural Metals CRA 05 52 13 Metal Railings CRA 05 53 13 Metal Gratings CRA 05 81 00 Anchorage In Concrete and Masonry CRA

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 41 00 Casework BDF 06 74 15 Fiberglass Reinforced Railings EVB

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 05 00 Membrane Roofing BDF 07 11 00 Dampproofing EVB 07 20 00 Building Insulation BDF 07 60 00 Flashing and Sheet Metal BDF 07 92 00 Joint Sealants BDF

DIVISION 8 – OPENINGS 08 10 00 Metal Doors and Frames BDF 08 15 40 Fiberglass Doors and Frames BDF 08 33 00 Overhead Coiling Doors BDF 08 40 00 Storefront Systems BDF 08 51 13 Metal Windows BDF 08 62 50 Ducted Skylights BDF 08 70 00 Door Hardware BDF 08 80 00 Glass and Glazing BDF 08 90 00 Louvers and Vents RWC


Number Title Author


DIVISION 9 – FINISHES 09 25 00 Gypsum Drywall BDF 09 30 00 Ceramic Tile BDF 09 51 20 Suspended Acoustic Tile Ceiling BDF 09 90 00 Paints and Coatings BDF 09 96 11 Protective Coatings EVB 09 97 24 Corrosion Protection Systems EVB

DIVISION 10 – SPECIALTIES

10 12 16 Toilet Partitions BDF 10 28 00 Bathroom Accessories BDF 10 40 00 Signage BDF 10 44 00 Fire Extinguishers and Cabinets BDF

DIVISION 11 –– Not Used

DIVISION 12 –– Not Used DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems BDF 13 47 13 Cathodic Protection System – See IFC Yard Piping Specifications

DIVISION 14 – Not Used DIVISIONS 15 THROUGH 20 – Not Used DIVISION 21 – FIRE SUPPRESSION

21 13 00 Fire‐Suppression Sprinkler Systems RWC

DIVISION 22 – PLUMBING 22 00 00 Plumbing RWC 22 05 11 Mechanical Building Systems Materials and Methods RWC


Number Title Author


22 11 19 Backflow Preventers RWC 22 11 26 Water Meters RWC 22 13 17 Cast Iron Soil Pipe and Accessories RWC

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING 23 00 00 Heating, Ventilating, and Air Conditioning RWC 23 05 93 Testing, Adjusting, and Balancing for HVAC RWC 23 09 11 Building Systems Controls RWC 23 50 11 Heating System Equipment RWC 23 70 00 Refrigeration Systems RWC

DIVISION 24 – Not Used DIVISION 25 – INTEGRATED AUTOMATION – Not Used DIVISION 26 – ELECTRICAL

26 05 11 Electrical MK 26 05 83 Electrical Equipment Installation MK 26 24 13 Switchboards MK 26 24 23 600 Volt Class Motor Control Centers MK 26 29 24 Variable Frequency Drives MK 26 32 13 Engine‐Generator EVB 26 36 26 Bypass‐Isolation Automatic Transfer Switch MK 26 41 13 Lightning Protection for Structures MK 26 50 01 Performance Lighting MK

DIVISION 27 – Not Used DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 01 Facility Security System MK 28 31 16 Fire Detection and Alarm Systems MK


Number Title Author


DIVISIONS 29 THROUGH 30 – Not Used

DIVISION 31 – EARTHWORK

31 23 11 Excavation and Fill for Structures – See IFC Yard Piping Specifications

31 23 33 Trenching and Backfilling – See IFC Yard Piping Specifications

DIVISION 32 – EXTERIOR IMPROVEMENTS

DIVISION 33 – UTILITIES 33 05 14 Manhole and Vault Covers and Accessories EVB 33 13 13 Cleaning and Disinfection of Water Pipelines EVB

33 14 00 Pipeline Pressure and Leakage Testing – See IFC Yard Piping Specifications

33 16 13.13 Steel Water Storage Reservoir EVB

33 31 33 Sewer Pipe Installation and Testing – See IFC Yard Piping Specifications

DIVISION 34 – TRANSPORTATION – Not Used

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION – Not Used

DIVISIONS 36 THROUGH 39 – Not Used

DIVISION 40 – PROCESS INTEGRATION

40 05 05.11 Miscellaneous Piping and Accessories Installation – See IFC Yard Piping Specifications

40 05 17 Copper Tubing and Accessories – See IFC Yard Piping Specifications 40 05 19 Ductile Iron Pipe – See IFC Yard Piping Specifications

40 05 19‐S01 Ductile Iron Pipe Schedule – See IFC Yard Piping Specifications 40 05 23 Stainless Steel Pipe and Alloy Pipe, Tubing, and Accessories KEZ

40 05 23‐S01

Stainless Steel Pipe and Alloy Pipe, Tubing, and Accessories Schedule

EVB


Number Title Author


40 05 24 Steel Pipe – See IFC Yard Piping Specifications 40 05 24 – S01 Steel Pipe Schedule Buried – See IFC Yard Piping Specifications 40 05 24 – S02 Steel Pipe Schedule Above Grade EVB

40 05 24.43 Miscellaneous Steel Pipe, Tubing, and Accessories EVB

40 05 31.12 Polyvinyl Chloride (PVC) Pressure Pipe – See IFC Yard Piping Specifications

40 05 31.16 Polyvinyl Chloride (PVC) Sewer Pipe – See IFC Yard Piping Specifications

40 05 32 Miscellaneous Plastic Pipe, Tubing, and Accessories – See IFC Yard Piping Specifications

40 05 32 – S01 Miscellaneous Plastic Pipe, Tubing, and Accessories Schedule Buried – See IFC Yard Piping Specifications

40 05 32 – S02 Miscellaneous Plastic Pipe, Tubing, and Accessories Schedule Above Grade

EVB

40 05 33.11 High Density Polyethylene (HDPE) Pressure Pipe – See IFC Yard Piping Specifications

40 05 33.11 – S01

High Density Polyethylene (HDPE) Pressure Pipe Schedule – See IFC Yard Piping Specifications

40 05 41 Miscellaneous Piping and Pipe Accessories – See IFC Yard Piping Specifications

40 05 51.13 Valve Installation EVB 40 05 51.16 Gate Installation EVB

40 05 56 Miscellaneous Valves – See IFC Yard Piping Specifications 40 05 57 Valve and Gate Actuators EVB

40 05 59.13 Open‐Channel Metal Slide Gates and Weir Gates EVB 40 05 59.13‐S01 Open‐Channel Metal Slide Gates and Weir Gates Schedule EVB

40 05 61.23 Resilient‐Seated Gate Valves RWC 40 05 61.43 Knife Gate Valves EVB

40 05 61.43‐S01 Knife Gate Valves Schedule EVB 40 05 62.16 Eccentric Plug Valves EVB

40 05 62.16‐S01, S02, S04 Eccentric Plug Valves Schedules

EVB

40 05 63.53 Miscellaneous Ball Valves EVB 40 05 64.22 Industrial Butterfly Valves EVB

40 05 64.22‐S01, S02, S03 Industrial Butterfly Valves Schedules

EVB


Number Title Author


40 05 67 Globe Valves EVB 40 05 68 Check Valves EVB

40 05 68‐S01 Check Valves Schedule EVB 40 05 73.13 Pressure Reducing Valves RWC 40 05 84.11 Pinch and Diaphragm Valves EVB

40 05 86 Air Valves EVB 40 05 86‐S01 Air Valves Schedule EVB 40 05 88.11 Solenoid Valves EVB

40 05 93 Common Motor Requirements for Process Equipment MK

40 06 20 Schedules for Liquids Process Piping – See IFC Yard Piping Specifications

40 42 11 Mechanical Insulation EVB 40 61 11 Instrumentation and Control System BLB

40 61 11A Instrument Devices BLB 40 62 00 Computer System Hardware BLB 40 64 00 Programmable Logic Controllers BLB

40 64 00A Input/Output List BLB 40 64 01 Vendor Standard Programmable Logic Controllers BLB 40 66 11 Network Systems BLB 40 66 33 Metallic and Fiber Optic Communication Cable and Connectors BLB 40 67 11 Panels, Consoles, and Appurtenances BLB 40 68 16 Computer System Software BLB 40 68 83 Software Control Block Descriptions BLB 40 69 13 Uninterruptible Power Supply BLB 40 71 00 Flow Instruments BLB 40 72 00 Pressure and Level Instruments EVB 40 73 12 Pressure Gauges EVB

40 73 12‐S01 Pressure Gauges Schedule EVB 40 74 00 Temperature Instruments BLB 40 75 00 Process Analytical Instruments BLB 40 78 00 Panel Mounted Instruments BLB 40 79 11 Miscellaneous Instruments BLB


Number Title Author


DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 12 13.36 Screw Conveyors – See procurement package 41 12 13.36 Screw Conveyors ‐ Dewatering KEZ

DIVISION 42 – PROCESS HEATING, COOLING, AND DRYING EQUIPMENT – Not Used

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT

43 05 21 Seal Water Stations EVB 43 05 41 Chemical Storage Tank Installation EVB 43 11 15 Dry Screw Positive Displacement Blowers KEZ 43 11 17 Rotary Lobe Positive Displacement Blower KEZ

43 11 17 ‐ MBR Rotary Positive Displacement Blower – MBR – See procurement package

43 23 13.14 Horizontal End Suction Centrifugal Pumps ‐ IPR EVB 43 23 13.14 ‐ Outfall Pumps Horizontal End Suction Centrifugal Pumps ‐ Outfall Pumps

EVB

43 23 13.14 ‐ SAFE Filter Horizontal End Suction Centrifugal Pumps ‐ SAFE Filter

KEZ

43 23 13.14 ‐ MBR

Horizontal End Suction Centrifugal Pumps – MBR – See procurement package

43 23 58 Rotary Lobe Pumps KEZ 43 23 58 ‐ MBR Rotary Lobe Pumps – MBR – See procurement package

43 24 13 Vertical Multistage Centrifugal Pumps – See procurement package 43 25 14 Sanitary Lift Station EVB 43 25 15 Water Pressure Booster Systems KEZ 43 25 60 Submersible Horizontal Propeller Pumps KEZ 43 40 40 Liquid Chemical Feed Systems EVB 43 40 41 Polymer Feed Systems EVB

43 41 45.13 Fiberglass Reinforced Plastic Storage Tanks EVB 43 41 45.13‐DS01 – DS05 Fiberglass Reinforced Plastic Storage Tanks‐Data Sheet

EVB


Number Title Author


DIVISION 44 – POLLUTION AND WASTE CONTROL EQUIPMENT 44 31 31 Odor Control Biofilter EVB

DIVISION 45 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT – Not Used

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 11 35 MBR Equipment – See procurement package 46 21 10 Packaged Headworks System – See procurement package 46 21 12 Mechanically Cleaned Bar Screens – See procurement package 46 22 00 Packaged Fine Screens EVB 46 23 23 Vortex Grit Removal Equipment – See procurement package

46 23 64 Grit Separation and Classification Equipment – See procurement package

46 41 23 Submersible Mixers KEZ 46 42 24 In‐Line Static Mixers EVB 46 51 21 Course Bubble Diffusers KEZ 46 51 31 Fine Pore Diffused Aeration Equipment KEZ 46 61 35 MBR – See procurement package 46 61 41 Disk Cloth Filters KEZ

46 63 26 Low Pressure Reverse Osmosis System – See procurement package

46 63 26 Low Pressure Reverse Osmosis System ‐ Data Sheet – See procurement package

46 66 56.17 Closed Channel UV – See procurement package 46 76 21 Belt Filter Presses KEZ 46 76 22 Calcite Contactor EVB

DIVISION 47 – Not Used

DIVISION 48 – ELECTRICAL POWER GENERATION – Not Used

Coarse


Number Title Author


Notes:

1. The italicized specifications have been issued with the IFC Yard Piping set.

2. The red specifications have been purchased and procured. See separate procurement packages and forthcoming shop drawings.


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City of Morro Bay 01 33 00 Submittal Procedures Water Reclamation Facility Page 1 of 7 Issued: May 2020 B&V Project 400530 Issued for Construction

Section 01 33 00

SUBMITTAL PROCEDURES 1. SHOP DRAWINGS AND ENGINEERING DATA. 1.01. General. This section stipulates the requirements for engineering data that the Supplier shall submit for design information and review. The document submittal procedures shall be in accordance with the requirements of this Specification. Shop Drawings and engineering data (submittals) covering all equipment and all fabricated components and building materials which will become a permanent part of the Work under this Contract shall be submitted to Design-Builder for review. Submittals shall verify compliance with the Contract Documents, and shall include drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and the operation of component materials and devices; the external connections, anchorages, and supports required; the performance characteristics; and dimensions needed for installation and correlation with other materials and equipment as required by the Design-Builder. All submittals, regardless of origin, shall be approved by Design-Builder and clearly identified with the name of this Contract, and references to the applicable specification paragraphs and Contract Drawings. When catalog pages are submitted, applicable items shall be clearly identified and inapplicable data crossed out. The current revision, issue number, and date shall be indicated on all drawings and other descriptive data. The Owner will only review submittals based upon the agreed upon list between the Owner and the Design-Builder. All deviations from the requirements of the Contract Documents shall be identified as deviations on each submittal and shall be noted by the Suppliers by red-lining a copy of the Specification and/or the Drawings. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by the Supplier (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. Technical data submittals shall be submitted in electronic format. Electronic technical data submittals shall be made using the Procore project collaboration system, a Web-based file transfer handling service. If Supplier does not already have Procore transmittal capability, the Design-Builder will provide the required credentials for access upon Purchase Order award.


1.02. Compliance Reports. Reports shall be submitted that record the tests and/or calculations required in the specification technical sections. Reports shall be submitted for each piece of equipment or each plant system. 1.03. Motor and Electric Actuator Information. If required by the Specifications, Motor and Electric Actuator Information shall be submitted in accordance with the Common Motor Requirements for Process Equipment section. 1.04. Drawings. Drawings shall be of sufficient detail to indicate the kind, size, arrangement, component weight, breakdown for shipment, and operation of component materials and devices; the external connections, anchorages, supports, and grouting requirement; the dimensions needed for installation and correlation with other materials and equipment; and the information specifically requested in both Section 2 of this Specification and the Schedule of Submittals section. Drawings for use in installation and erection shall include a Bill of Quantity (BOQ), identifying the unit of measure, quantity, description, part number (or piece mark identifier), location reference on the drawing and any other details required by Design-Builder. It may be acceptable to have the BOQ detail in other means or media, if approved in advance by Design-Builder. Supplier shall fully complete, check, and certify drawings, including drawings produced by a subcontractor, for compliance with the Purchase Order requirements prior to submittal. Drawings shall have title block entries that clearly indicate the drawing is certified. Each submitted drawing shall be project unique and shall be clearly marked with the name of the project, unit designation, Design Builder’s Purchase Order title, Design Builder’s Purchase Order file number, project equipment or structure nomenclature, component identification numbers, and Design Builder’s name. Equipment, instrumentation, and other components requiring Design-Builder-assigned identification tag numbers shall be clearly identified on the drawings. If standard drawings are submitted, the applicable equipment and devices furnished for the project shall be clearly marked. Transmittal letters shall be included with each submittal. It shall clearly identify the specification section reference and any contract drawing reference. It shall summarize the components of the submittal and list any attachments. Catalog pages are not acceptable, except as drawings for standard nonengineered products and when the catalog pages provide all dimensional data, all external termination data, and mounting data. The catalog page shall be submitted with a typed cover page clearly indicating the name of the project, unit designation, specification title, specification number, component identification


numbers, model number, Supplier’s drawing number, and Design Builder’s name. Drawings shall be submitted with all numerical values in English units. All multi sheet documents shall be submitted in their entirety for all revisions. 1.04.01. Drawing Submittal. Drawings shall be submitted electronically in Portable Document Format (PDF). AutoCAD or MicroStation format files are not acceptable. If Supplier does not have the capability to provide Portable Document Format (PDF), an alternative submittal format shall be used as mutually agreed between Design-Builder and Supplier. 1.04.02. Drawing Processing. Supplier’s engineering schedule shall allow a minimum of three (3) weeks for transmittal, processing, and review of drawings and data by Design-Builder. Unless this Purchase Order indicates that a drawing or engineering data submittal by Supplier is to be for Design-Builder’s information only, Design-Builder, upon receipt of submittals, shall review and return same to Supplier, marked "No Exceptions Noted," "Exceptions Noted," “Received for Distribution," "Returned for Corrections," “Release for Record,” “Void,” “Superseded” or “Hold” The timing of Supplier’s submittals and Purchaser's review shall be in accordance with the Completion Dates for same as set forth in the Purchase Order or the project schedule. The submittal of any drawing or other submittal document by Supplier to Design-Builder under this Purchase Order will be certified by Supplier that the information set forth therein is accurate in all material respects. 1.04.02.01. No Exceptions Noted (NE) or Received for Distribution (RD). Upon receipt of a submittal marked "No Exceptions Noted" or "Received for Distribution," Supplier may proceed with its Work to the extent of and in accordance with the submittal. Supplier shall not resubmit unless the drawing or document is revised, in which case it shall be resubmitted as a new document revision in accordance with the Resubmittals section. 1.04.02.02. Exceptions Noted (EN). Upon receipt of a submittal marked "Exceptions Noted" and if Supplier concurs with Design-Builder’s comments, Supplier shall incorporate same and may proceed with its Work to the extent of and in accordance with the annotated submittal. Supplier shall submit to Design-Builder within fourteen calendar days a revision to the original submittal in which Design-Builder’s comments, unless the individual comment indicates it does not require a resubmittal or revision, have been incorporated. If Supplier determines that it cannot incorporate Design-Builder’s comments without prejudice to Supplier’s warranty or other obligations under this Purchase Order, Supplier shall so advise Design-Builder in writing within seven calendar days of its receipt of


Design-Builder’s comments, stating the reasons therefore. Supplier may proceed with its Work to the extent of and in accordance with the annotated submittal only upon Design-Builder and Supplier resolving Design-Builder’s comments. 1.04.02.03. Returned for Corrections (RC). Upon receipt of a submittal marked "Returned for Corrections," Supplier shall immediately take all necessary action to revise its submittal in accordance with Design-Builder’s comments, the Specification, and the Drawings, and shall resubmit to Design-Builder for review the corrected original submittal, voiding previous information and adding new documents if required. In no event shall Supplier proceed with the affected Work until its revised submittals have been returned to Supplier marked "No Exceptions Noted" or "Exceptions Noted" by Purchaser. 1.04.02.04. Release for Record (RR). Receipt of a submittal marked “Release for Record” indicates that there are no specific objections to the document. Work may proceed. Certain project information required by the Design-Builder's document management system may have been added electronically to the drawing and provided to Supplier for the record. Supplier shall not resubmit the drawing or document unless revisions to the design are required. If revisions are required, Supplier shall incorporate Design-Builder’s information and resubmit as a new revision. Design-Builder’s project-specific information shall be added if future revisions and submittals are made. 1.04.02.05. Void (VO) or Superseded (SS). Receipt of a submittal marked “Void” or “Superseded” does not require any action by Supplier. “Void” indicates that the submittal is no longer applicable to the project and is not being replaced by other drawings or data. “Superseded” indicates that different drawings or data have replaced the previously submitted drawings and data; this status does not pertain to revisions of the same drawings and data. 1.04.02.06. Hold (HO). A submittal may be given a status of "Hold" by the Design-Builder, or the Supplier may have "Holds" on the submitted drawing. For a Hold status designated by the Design-Builder, the Supplier shall not proceed with the work that is designated on "Hold" except as specifically directed by the Design-Builder. Additional information required for the Supplier to release the "Hold" will be transmitted from the Design-Builder later. The Supplier shall provide information to the Design-Builder about the cause for any "Holds" designated on the drawing and immediately take all action necessary to resolve the "Holds". The Supplier shall resubmit the drawing for review once the "Holds" are removed from the drawing and should make all efforts to not submit drawings to the Design-Builder until drawing review comments have been received back from the Design-Builder.


1.04.02.07. Resubmittals. If during or subsequent to the completion of the submittal process, Supplier makes further changes to the equipment and materials shown on submittals that have been reviewed by Design-Builder, the changes shall be clearly marked on the submittal by Supplier and the submittal process shall be repeated. If changes are made by Supplier after delivery to the Jobsite, drawings conforming to construction records indicating the changes shall be prepared by Supplier and submitted to Design-Builder for review. Any resubmittal of information shall clearly identify the revisions by footnote or by a form of back-circle, with revision block update, as appropriate. The Supplier shall put the Black & Veatch drawing number on the transmittal letter and submit a complete document. 1.04.02.08. Design-Builder’s Review. Design-Builder’s review of drawings and other submittals will cover only general conformity of the data to the Specifications and Drawings, external connections, interfaces with equipment and materials furnished under separate specifications, and dimensions that affect plant arrangements. Design-Builder’s review does not include a thorough review of all dimensions, quantities, and details of the equipment, material, device, or item indicated or the accuracy of the information submitted. Review and comment by Design-Builder of Supplier's Drawings or other submittals shall not relieve Supplier of its sole responsibility to meet the Completion Dates requirement of this Purchase Order and to supply Goods that conform to the requirements of this Purchase Order. 1.04.02.09. File Returns to Supplier. The Procore web service will be used by Design-Builder to return PDF files to Supplier. Files returned to Supplier will be in PDF format. 2. OPERATION AND MAINTENANCE DATA AND MANUALS. Adequate operation and maintenance information shall be supplied for all equipment requiring maintenance or other attention. The equipment Supplier shall prepare a Project specific operation and maintenance manual for each type of equipment indicated in the individual equipment sections or the equipment schedule. Unless otherwise agreed by Design-Builder, the operation and maintenance manual for each type of equipment shall only be submitted for review following completion of review of all shop drawings and engineering data pertaining to that equipment. Operation and maintenance manuals shall include the following:

a. Equipment function, normal operating characteristics, and limiting conditions.


b. Assembly, installation, alignment, adjustment, and checking instructions.

c. Operating instructions for startup, routine and normal operation, regulation and control, shutdown, and emergency conditions.

d. Lubrication and maintenance instructions. e. Guide to troubleshooting. f. Parts lists and predicted life of parts subject to wear. g. Outline, cross section, and assembly drawings; engineering data; and

wiring diagrams. h. Test data and performance curves, where applicable. i. Electronic file of Computer Maintenance Management System (CMMS)

input data with all required preventative maintenance for seamless transition to incorporate into CMMS database.

The operation and maintenance manuals shall be in addition to any instructions or parts lists packed with or attached to the equipment when delivered, or which may be required by Design-Builder. Manuals shall be submitted in electronic format to Design-Builder prior to the date of shipment of the equipment and as indicated in the Schedule of Submittals. The manuals shall be submitted and Design-Builder’s review comments retrieved, through Procore accessible through the Internet. When review by Design-Builder is complete, the electronic O&M manual shall be delivered on Procore to Design-Builder. Delivery of the final O&M shall be made in accordance with the Schedule of Submittals section. All material shall be marked with Project identification, and inapplicable information shall be marked out or deleted. Shipment of equipment will not be considered complete until all required manuals and data have been received. 2.01. Electronic Operation and Maintenance Manuals. Electronic manuals shall be in Portable Document Format (PDF) and shall be prepared at a resolution between 300 and 600 dots per inch (dpi), depending on document type. Optical Character Recognition (OCR) capture shall be performed on these documents. OCR settings shall be performed. Documents prepared in PDF format shall be processed as follows, unless acceptable to the submittal reviewer:

1. Pages shall be searchable (processed for optical character recognition) and indexed when multiple files are required.


2. Pages shall be rotated for viewing in proper orientation. 3. A bookmark shall be provided in the navigation frame for each entry in

the Table of Contents. 4. Embedded thumbnails shall be generated for each completed PDF file. 5. The opening view for PDF files shall be as follows: Initial View: Bookmarks and Page Page Number: Title Page (usually Page 1) Magnification: Set to Fit in Window Page: Single Page 6. Where the bookmark structure is longer than one page the bookmarks

shall be collapsed to show the chapter headings only. 7. When multiple files are required the first file of the series (the parent file)

shall list every major topic in the Table of Contents. The parent file shall also include minor headings bookmarked based on the Table of Contents. Major headings, whose content is contained in subsequent files (children) shall be linked to be called from the parent to the specific location in the child file. The child file shall contain bookmark entries for both major and minor headings contained in the child file. The first bookmark of any child file shall link back to the parent file and shall read as follows "Return to the Equipment Name Table of Contents", e.g. Return to the Polymer Feed System Table of Contents.

8. Drawings shall be bookmarked individually. 9. Files shall be delivered without security settings to permit editing,

insertion and deletion of material to update the manual provided by the manufacturer.

2.02. Labeling. As a minimum, the following information shall be included on all final O&M manual materials:

Equipment name and/or O&M title spelled out in complete words. Project Name. Owner Project/Contract Number. Specification Section Number. Example: “Section 15500” Manufacturer’s name. File Name and Date.

For example:

MBR Operation and Maintenance Manual Morro Bay WRF Project/Contract No. 400530 Specification Section 46 61 35 Manufacturer OM11110-001.pdf, 5/05/07

End of Section

City of Morro Bay Code Required Special Inspections and ProceduresWater Reclamation Facility 01 45 33.3 Issued: May 2020B&V Project 400530 Page 1 of 46 Issued for Construction

Section 01 45 33.3

CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES

PART 1 - GENERAL

1-1. SCOPE. Owner, or Registered Design Professional in Responsible Chargeof construction acting as Owner’s Agent, will engage one or more ApprovedAgencies to conduct tests and special inspections specified in this section andrelated sections, and as may be specified in other sections of thesespecifications. The Approved Agency shall not be employed by Design-Builderor a supplier materially participating in the project.

1-2. GENERAL. This Section includes administrative and proceduralrequirements indicated in the governing building code.

Structural testing and special inspection services are required to verifycompliance with the construction documents and standards referenced herein.

1-3. DEFINITIONS.

Approved Agency: An established and recognized agency regularly engaged inconducting tests or furnishing inspection services, when such agency has beenapproved by the Authority Having Jurisdiction.

Approved Fabricator: An established and qualified person, firm or corporationregistered and approved by the Authority Having Jurisdiction to perform workwithout Special Inspection.

Authority Having Jurisdiction (AHJ): The officer or other designated authoritycharged with the administration and enforcement of the building code, or a dulyauthorized representative. Also commonly known as the Building Official.Construction Documents: Written, graphic and pictorial documents prepared orassembled for describing the design, location and physical characteristics of theelements of a project necessary for obtaining a building permit. Constructiondocuments include all supplemental instructions, sketches, addenda, andrevisions to the drawings and specifications issued by the Registered DesignProfessional beyond those issued for a building permit.

Pre-Engineered Structural Elements: Structural elements specified by theRegistered Design Professional but which may be designed by anotherRegistered Design Professional. (Examples are items such as open web steeljoists and joist girders, metal joists, pre-cast concrete elements, pre-fabricatedmetal buildings, pre-stressed wire wrapped tanks, tilt-up concrete panelreinforcement and lifting hardware.)


Registered Design Professional (RDP): An individual who is registered orlicensed to practice their respective design profession as defined by the statutoryrequirements of the professional registration laws of the state or jurisdiction inwhich the project is to be constructed.

Registered Design Professional in Responsible Charge (RDPRC): A RegisteredDesign Professional engaged by Owner to review and coordinate certain aspectsof the project, as determined by the AHJ and Construction Documents, forcompatibility with the design of the buildings or structure, including submittaldocuments prepared by others, deferred submittal documents and phasedsubmittal documents.

Shop Drawings / Submittal Data: Written, graphic and pictorial documentsprepared and / or assembled by Design-Builder or Supplier based on theConstruction Documents.

Special Inspection: Inspection and/or testing required by the governing buildingcode, as amended by the AHJ, of the materials, installation, fabrication, erectionor placement of components and connections requiring special expertise toensure compliance with approved Construction Documents and referencedstandards.

Special Inspection, Continuous: The full-time observation or testing of workrequiring special inspection by an approved Special Inspector who is present inthe area where the work is being performed.

Special Inspection, Periodic: The part-time or intermittent observation or testingof work requiring Special Inspection by an approved Special Inspector who ispresent in the area where the work has been or is being performed and at thecompletion of the work.

Special Inspector: A qualified person demonstrating competence, to thesatisfaction of the AHJ and RDPRC, for inspection of the particular type ofconstruction or operation requiring special inspection. The Special Inspector willbe qualified as specified herein.

Structural Observations: Visual observation of the structural system by aRegistered Design Professional for general conformance to the approvedConstruction Documents. Structural observations are not considered part of thetests and special inspections and do not replace inspections and testing by theApproved Agency. Owner will employ a RDP to perform Structural Observations.

Testing Agency: A qualified materials testing laboratory under the responsiblecharge of a Registered Design Professional, approved by the AHJ and theRDPRC, to measure, examine, test, calibrate, or otherwise determine the


characteristics or performance of construction materials and verify confirmationwith construction documents.

1-4. INSPECTION AND TESTING AGENCY QUALIFICATIONS. SpecialInspectors and testing agencies will be employed or retained by Owner, and willhave the minimum qualifications as described in this section. The qualificationsof all personnel performing special inspection and testing activities are subject tothe approval of the AHJ.

Minimum qualifications of inspection and testing agencies and their personnel willcomply with ASTM E329 “Standard Specification for Agencies Engaged inConstruction Inspection, Testing, or Special Inspection,” or IAS AC 291“Accreditation Criteria for Special Inspection Agencies.”

Inspectors and individuals performing tests will be certified for the work beingperformed as listed below and in Table 1 of IAS AC291, or by alternatecertifications when acceptable to the AHJ. The AHJ may have additionalrequirements.

Abbreviation used in this Section Description

AOR Architect licensed in the state of the project, specializingin the design of building structures

Licensed Engineers

PE/SE Structural Engineer (SE) or Professional Engineer (PE)licensed in the state of the project, specializing in thedesign of building structures

PE/GE Geotechnical Engineer (GE) or Professional Engineer(PE) licensed in the state of the project, specializing insoil mechanics and foundations

PE/EE Electrical Engineer (EE) or Professional Engineer (PE)licensed in the state of the project, specializing inelectrical systems

PE/ME Mechanical Engineer (ME) or Professional Engineer (PE)licensed in the state of the project, specializing inmechanical systems

EI/EIT Engineering Intern or Engineer-in-Training: a graduateengineer who has passed the Fundamentals ofEngineering examination working under the directsupervision of a Professional Engineer licensed in thestate of the project and with a minimum of one year ofexperience performing inspections.

American Concrete Institute (ACI)Certification

ACI-CFTT Concrete Field Testing Technician – Grade 1

ACI-CCI Concrete Construction Inspector


Abbreviation used in this Section Description

ACI-LTT Laboratory Testing Technician – Grade 1 or 2

ACI-STT Strength Testing Technician

American Welding Society (AWS)Certification

AWS-CWI Certified Welding Inspector

AWS/AISC-SSI Certified Structural Steel Inspector

American Society of Non-DestructiveTesting (ASNT) Certification

ASNT Non-Destructive Testing TechnicianFor Ultrasonic Testing (UT) and Radiographic Testing(RT) Certified as Level III through examination by ASNTor certified as Level II by their employer for flawdetection.For Magnetic Particle Testing (MT) and Liquid PenetrantTesting (PT) certified as Level II by their employer orcertified as Level III through examination by ASNT andcertified by their employer

International Code Council (ICC)Certification

ICC-SMSI Structural Masonry Special Inspector

ICC-SWSI Structural Steel and Welding Special Inspector

ICC-SFSI Spray-Applied Fire-proofing Special Inspector

ICC-PCSI Prestressed Concrete Special Inspector

ICC-RCSI Reinforced Concrete Special Inspector

ICC-SBSI Structural Steel and Bolting Special Inspector

ICC-WSI Structural Welding Special Inspector

National Concrete Masonry Association

NCMA Concrete Masonry Testing Technician

National Institute for Certification inEngineering Technologies (NICET)

NICET-CT Concrete Technician – Levels II, III & IV

NICET-ST Soils Technician - Levels II, III & IV

NICET-GET Geotechnical Engineering Technician - Levels II, III & IV

Exterior Design Institute (EDI)Certification

EDI-EIFS EIFS Third Party Inspector


Inspection or Testing Item Qualification Standards

Fabricators Varies by product as listed below

Steel Construction – Welding Inspection ICC-SWSI, ICC-WSI, AWS-CWI orAWS/AISC-SSI

Steel Construction – Non-Destructive WeldTesting

ASNT

Steel Construction – Details PE/SE, ICC-SWSI, ICC-SBSI or AWS/AISC-SSI

Steel Construction – High Strength Bolts PE/SE or ICC-SBSI

Concrete Construction - Field Tests ACI-CFTT or NICET-CT

Concrete Construction - Field Inspection PE/SE, ICC-RCSI, ACI-CCI or NICET-CT

Concrete Construction - Laboratory Testing ACI-LTT, ACI-STT or NICET-CT

Prestressed Concrete Construction ICC-PCSI

Masonry Construction - Field Inspection PE/SE or ICC-SMSI

Masonry Construction - Laboratory Testing NCMA

Soils (special grading, excavation and filling) PE/GE, NICET-ST or NICET-GET under the directsupervision of Registered Civil (geotechnical)Engineer

Pile Foundations PE/GE, Appropriate structural material inspectionand NICET-ST or NICET-GET under the directsupervision of Registered Civil (geotechnical)Engineer

Pier Foundations PE/GE, Appropriate structural material inspectionand NICET-ST or NICET-GET under the directsupervision of Registered Civil (geotechnical)Engineer

Wall Panels and Veneers ICC-SMSI

Sprayed Fire-Resistant Materials ICC-SFSI

Exterior Insulation and Finish Systems (EIFS) ICC Building Inspector or EDI-EIFS

Post Installed Anchors in Concrete ICC Building Inspector, ICC-RCSI, or PE/SE

Post Installed Anchors in Masonry ICC Building Inspector, ICC-SMSI, or PE/SE

Smoke Control Systems IBC 1705.18.2

Other Architectural Systems ICC Building Inspector, AOR, or PE/SE

Mechanical Systems ICC Building Inspector or PE/ME

Electrical Systems See NFPA 70

1-4.01. Structural Steel Testing Agency Requirements. Submit the following tothe RDPRC and the AHJ prior to beginning testing:

Written practices for monitoring and control of the inspection and testingagency operations including:


Inspection and testing agency’s procedures for the selectionand administration of inspection personnel, describing thetraining, experience, and examination requirements forqualification and certification of inspection personnel.

Inspection and testing agency’s inspection procedures,including general inspection, material controls, and visualwelding inspection.

Qualifications of management and quality assurance personneldesignated for the project.

Qualification records for inspectors and NDT technicians designated forthe project.

NDT procedures and equipment calibration records for NDT to beperformed and equipment to be used for the project.

1-5. CONFLICTING REQUIREMENTS, REPORTS AND TEST RESULTS.

1-5.01. General. If compliance with two or more standards is specified and thestandards establish different or conflicting requirements for minimum quantitiesor quality levels, comply with the most stringent requirement. Refer uncertaintiesand requirements that are different, but apparently equal, to the RDPRC for adecision before proceeding.

1-5.02. Minimum Quantity or Quality Levels. The quantity or quality level shownor specified shall be the minimum provided or performed. The actual installationmay comply exactly with the minimum quantity or quality specified, or it mayexceed the minimum within reasonable limits. To comply with theserequirements, indicated numeric values are minimum or maximum, asappropriate, for the context of requirements. Refer uncertainties to the RDPRCfor a decision before proceeding.

1-6. TECHNICAL ATTACHMENTS. The following forms are required as part ofthe comprehensive administrative, testing and inspection requirements. Theforms are available from the AHJ, or are included herein, as indicated:

Form Title AHJProvided

IncludedHerein

Notes


Form Title AHJProvided

IncludedHerein

Notes

Statement of SpecialInspections (SSI)

x To be completed jointly by theRDPRC and the ApprovedAgency, and sealed by theRDPRC after completion.Design-Builder or Owner shallsubmit the form to the AHJ aspart of the building permitapplication process.

Request for Approval ofSpecial Inspector

x To be completed by ApprovedAgency. Approved Agency willsubmit the form to the AHJ andRDPRC for their approval ofindividual inspectors.

Request for Approval toProvide SpecialInspection of Non-LocalFabrication

x To be completed by ApprovedAgency and submitted toOwner, AHJ and RDPRC.

Design-Builder’sStatement ofResponsibility

x To completed by Design-Builder and his relevantsuppliers and submitted toOwner and AHJ.

Fabricator’s Certificateof Compliance

x To be completed by Design-Builder’s fabricators, asapplicable, and submitted toAHJ.

Final Report of SpecialInspections

x To be completed and sealed byApproved Agency. ApprovedAgency or Owner will submit toAHJ at the completion ofconstruction.

PART 2 – PRODUCTS (Not Used)


PART 3 – EXECUTION

3-1. DESIGN-BUILDER AND FABRICATOR RESPONSIBILITIES. EachFabricator or Design-Builder responsible for the construction of a seismic-force-resisting system, designated seismic system, seismic resisting component, mainwind force-resisting system, or a wind-resisting component listed in the SSI shallsubmit a Design-Builder’s Statement of Responsibility to the AHJ and to Ownerprior to the commencement of work.

To be considered an Approved Fabricator that may perform work without SpecialInspection, the Fabricator shall submit copies of certifications from theInternational Accreditation Service (IAS) or other recognized and acceptableaccreditation organization a minimum of 30 days prior to the start of fabrication.Acceptance as an Approved Fabricator is subject to approval by the AHJ. If theproject specifications required an Approved Fabricator, and the AHJ does notaccept the Fabricator as an Approved Fabricator, special inspection may becomenecessary in the fabricator’s shop. Such inspections will be performed byApproved Agency.

Design-Builder shall assist in coordination of the inspection and testing serviceswith the progress of the work. Design-Builder shall provide sufficient notice toallow proper scheduling of all inspection and testing personnel. Design-Buildershall provide safe access to inspection and testing personnel and shall ensurethat all work requiring special inspection is inspected and/or tested prior toconcealment.

Design-Builder shall submit schedules to Owner, RDPRC and testing andinspecting agencies. Schedules will note milestones and durations of time formaterials requiring tests and special inspections.

Design-Builder shall provide the Special Inspector access to approved plans atthe job site or fabrication shop as applicable.

Design-Builder shall retain at the job site or fabrication shop, as applicable, allspecial inspection records submitted by an Approved Agency or SpecialInspector and shall provide these records for review by the AHJ’s inspector uponrequest.

3-2. APPROVED AGENCY AND SPECIAL INSPECTOR RESPONSIBILITIES.

3-2.01. Preliminary Approvals. Not used.

3-2.02. Perform Inspections and Tests. Be present for and perform continuousor periodic inspections and tests as listed in the SSI for conformance of the workto the AHJ approved Construction Documents. Notify Design-Builder personnelof their presence and responsibilities. Reference the applicable “Code or


Standard Reference” column in the SSI for the minimum level of inspections andtesting. When the SSI column titled “Code or Standard Reference” indicates“Manufacturer’s research reports”, inspector will obtain the most current ICBO-ES Report, ICC-ES Legacy Report, ICC-ES Report, or IAPMO UES EvaluationReport (as applicable) prior to the applicable inspection, for the type and brand ofproducts or materials being inspected.

Provide additional inspections and testing as necessary to determine compliancewith the Construction Documents. Perform special inspections in a timelymanner to avoid delay of work.

The Approved Agency shall be responsible to insure that any non-localinspection/testing agency fully complies with this Section and the SSI.

3-2.03. Defective Work. Immediately notify Design-Builder of the need forcorrective action when work does not conform to Construction Documents.

3-2.04. Uncorrected Defective Work. Notify the AHJ and RDPRC whendeficiencies have not been corrected. Notice will be made prior to the completionof that phase of the work.

3-2.05. Interim Inspection Reports. Furnish interim inspection reports to theAHJ, the RDPRC, Design-Builder, and Owner during the progress of the work.Frequency of reports will be as established in the SSI. Reports will indicate thatwork inspected was done in conformance to the approved ConstructionDocuments, or that the work was defective, as applicable.

Special inspection reports and test results will include, but not be limited to, thefollowing:

Project name and address.

Permit number.

Special Inspection Agency name, address, and phone number.

Unique identification of the report and of each page.

Date and time of inspection.

Description of inspections or tests performed, including itemdescription and location (reference grid lines, floors, elevations,etc.). Identify approved agencies employed to carry out tests.

Identification of test/inspection equipment used.


Statement noting that the work, material, and/or product conformsor does not conform to the construction document requirements.Describe defective items.

Name and signature of Design-Builder’s representative who wasnotified of work, material, and/or products that do not meet theconstruction document requirements.

Name and signature of Special Inspector and/or testing agencyrepresentative performing the work.

3-2.06. Report of Defective Work. Each agent will maintain a log that identifieswork that does not meet the requirements of the construction documents.Include:

Description and exact location.

Reference to applicable drawings and specifications.

Reference to original inspection/test report and subsequent datesof re-inspection/retesting.

Name and title of each individual notified and method of notification.

How defective items were resolved or unresolved, as applicable.

Itemized changes authorized by the RDPRC and AHJ if notincluded in a defective item.

3-2.07. Submittal Schedule. Documentation of reports, test results, and non-compliant work will be submitted at the frequency indicated in the SSI.

3-2.08. Final Report of Special Inspections. Each agent listed in the SSI shallsubmit a final report to the Approved Agency documenting the performed specialinspections and the correction of any discrepancies noted. The ApprovedAgency shall cumulate the reports and submit a comprehensive final report at apoint in time as agreed upon by the permit applicant and the AHJ prior to thestart of work.

3-3. STRUCTURAL OBSERVATION. Owner, or RDPRC on Owner’s behalf,shall employ a RDP to perform Structural Observation. Prior to thecommencement of observations, the structural observer shall submit to the AHJa written statement identifying the frequency and extent of structuralobservations. Structural observations may be made periodically as determinedby the Registered Design Professional.


At the conclusion of the work requiring observation, the structural observer shallsubmit to the AHJ a written statement that the site visits have been made andidentify any reported deficiencies which, to the best of the structural observer’sknowledge, have not been resolved.


Statement of Special Inspections

Project:Project Address:Permit Applicant:Applicant Address:Owner:Owner Address:

Registered Design Professional in Responsible Charge (RDPRC) :Discipline Name License Number Expiration Date

Structural Engineer

Geotechnical Engineer

Mechanical Engineer

Electrical Engineer

Architect

This Statement of Special Inspections includes a Schedule of Special Inspections applicable tothe above referenced project as well as the identity of the individuals, agencies, or firms intendedto be retained for conducting these inspections.

The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspectionreports to the Authority Having Jurisdiction (AHJ) and to the Registered Design Professional inResponsible Charge (RDPRC). Discrepancies shall be brought to the immediate attention of theDesign-Builder for correction. If the discrepancies are not corrected, the discrepancies shall bebrought to the attention of the AHJ and the RDPRC prior to completion of that phase of work. AFinal Report of Special Inspections documenting required special inspections and correction ofany discrepancies noted in the inspections shall be submitted by each agent.

The Special Inspection program does not relieve the Design-Builder of the responsibility tocomply with the Contract Documents. Jobsite safety and means and methods of construction aresolely the responsibility of the Design-Builder.

Inspection work shall be performed in accordance with the following codes and standards.Unless otherwise indicated within the Statement of Special Inspections, the applicable edition forall codes and standards shall be as follows.

Work In Accordance With

Building Code 2016 California Building Code (CBC)

Seismic Criteria for NonstructuralComponents

ASCE 7-10

Standard Tests and Practices Listed American Society for Testing andMaterials (ASTM) specifications

Concrete ACI 318-14 and ACI 350-06

Masonry ACI 530-13 and ACI 530.1-13

Structural Steel AISC 360-10 and AISC 341-10


Work In Accordance With

Structural steel welding AWS D1.1 Structural Welding Code - Steel

Aluminum welding AWS D1.2 Structural Welding Code –Aluminum

Sheet steel welding AWS D1.3 Structural Welding Code –Sheet Steel

Structural steel bolting Research Council on StructuralConnections Specification for StructuralJoints Using High Strength Bolts,December 31, 2009

Intumescent Fire-Resistive Coating Association of the Wall and CeilingIndustry (AWCI) Technical Manual 12-B,Second Edition; Standard Practice for theTesting and Inspection of Field AppliedThin Film Intumescent Fire-ResistiveMaterials; an Annotated Guide

RDPRC - Structural RDPRC - Civil/Geotechnical RDPRC - Mechanical

RDPRC – Electrical RDPRC - Architect


Owner’s Acknowledgement:

Signature Date

Acceptance by Authority Having Jurisdiction:

Signature Date

Permit No.

Frequency of interim report submittals to AHJ:

□ 1 week □ 2 weeks □ Monthly □ Bi-Monthly □ At Completion □ Per attached Schedule


Statement of Special Inspections(Schedule of Inspections)

The attached tables as listed below define the applicable Special Inspections and Procedures.

Table 1 of 9 Geotechnical Special Inspections

Table 2 of 9 Structural Special Inspections

Table 3 of 9 Architectural Special Inspections

Table 4 of 9 Inspections for Special Cases

Table 5 of 9 Testing for Special Inspections

Table 6 of 9 Special Inspections for Seismic Resistance

Table 7 of 9 Testing for Seismic Resistance

Table 8 of 9 Special Inspections for Wind Resistance – NOT USED

Table 9 of 9 Inspection Agents

The Seismic Design Category for the project is D.

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

16 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

1 of

9 (G

eote

chni

cal S

peci

al In

spec

tions

)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Soils

Ver

ify m

ater

ial b

elow

foun

datio

n is

adeq

uate

to a

chie

ve d

esig

nbe

arin

g ca

paci

ty, f

ree

of lo

ose,

dele

terio

us o

r for

eign

mat

eria

l.

1705

.6G

eote

chni

cal

Rep

ort

X (foun

datio

nex

cava

tion

com

plet

e)

Ver

ify e

xcav

atio

ns a

re e

xten

ded

topr

oper

dep

th, p

rope

r siz

e an

dm

ater

ial.

1705

.6G

eote

chni

cal

Rep

ort

X (foun

datio

nex

cava

tion

com

plet

e)

Prio

r to

plac

emen

t of c

ontro

lled

fill,

insp

ect s

ubgr

ade

and

verif

y si

te is

prop

erly

pre

pare

d.17

05.6

Geo

tech

nica

lR

epor

t

X(p

rior t

opl

acem

ent

of fi

ll)

Per

form

cla

ssifi

catio

n an

d te

stin

gof

com

pact

ed fi

ll m

ater

ial.

1705

.6G

eote

chni

cal

Rep

ort

X(d

urin

gpl

acem

ent

of fi

ll)

Ver

ify m

ater

ials

, den

sitie

s, a

nd li

ftth

ickn

esse

s du

ring

plac

emen

t and

com

pact

ion

of c

ontro

lled

fill f

orfo

unda

tions

.

1705

.6G

eote

chni

cal

Rep

ort

XN

ote

the

exce

ptio

n of

Arti

cle

1705

.6.

Driv

en D

eep

Foun

datio

n El

emen

ts N

OT

USE

D

Cas

t-in-

Plac

e D

eep

Foun

datio

n El

emen

ts (A

uger

Cas

t Pile

s an

d D

rille

d Pi

ers)

NO

T U

SED

Hel

ical

Pile

Fou

ndat

ions

NO

T U

SED

Scre

w A

ncho

rs N

OT

USE

D

Mec

hani

cally

Sta

biliz

ed E

arth

(MSE

) Ret

aini

ng W

alls

NO

T U

SED

Tens

ion

Anc

hors

NO

T U

SED

Ston

e C

olum

ns N

OT

USE

D

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

17 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

2 of

9 (S

truc

tura

l Spe

cial

Insp

ectio

ns)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Stru

ctur

al L

oad-

Bear

ing

Mem

bers

Fab

ricat

ed in

a S

hop

If re

gist

ered

and

app

rove

d by

the

AH

J to

per

form

wor

k w

ithou

t spe

cial

insp

ectio

n, s

ubm

it "F

abric

ator

’sC

ertif

icat

e of

Com

plia

nce"

at t

heco

mpl

etio

n of

wor

k th

at fa

bric

ated

item

s w

ere

cons

truct

ed in

acco

rdan

ce w

ith th

e ap

prov

edco

nstru

ctio

n do

cum

ents

.

1704

.2.5

.117

04.5

1705

.10

X(a

t end

of

fabr

icat

ion)

N/A

Con

cret

e

Rei

nfor

cing

ste

el a

nd p

rest

ress

ing

tend

on c

ondi

tion

(free

of o

il, d

irt a

ndlo

ose

rust

and

that

pro

perly

coa

ted

and/

or s

heat

hed)

and

pla

cem

ent.

Ver

ify s

ize,

spa

cing

, bar

cle

aran

ces,

cove

r, an

d ad

equa

te s

uppo

rt to

prev

ent d

ispl

acem

ent d

urin

gco

ncre

te p

lace

men

t. V

erify

lap

splic

es, m

echa

nica

l spl

ices

, and

embe

dmen

t len

gths

. Ve

rify

dow

els

for w

ork

abov

e ar

e pr

oper

ly a

ligne

dan

d sp

aced

to m

atch

oth

er w

ork.

1705

.3

AC

I 318

(Ch.

20)

AC

I 318

(25.

2-25

.3)

AC

I 318

(26.

6.1-

26.6

.3

X (p

rior t

ocl

osin

g of

form

s or

deliv

ery

ofco

ncre

te, f

orea

chpl

acem

ent)

Anc

hors

cas

t in

conc

rete

1705

.3A

CI 3

18 (1

7.8.

2)X

All

bolts

vis

ually

insp

ecte

d to

ver

ifyan

chor

dia

met

er, l

ocat

ion,

and

embe

dmen

t len

gth.

Ver

ify u

se o

f app

rove

d m

ixde

sign

(s).

1705

.319

04.1

AC

I 318

(Ch.

19)

AC

I 318

(26.

4.3-

26.4

.4)

X

RD

PR

C to

app

rove

Des

ign-

Build

er’s

prop

osed

mix

des

ign

prio

r to

cons

truct

ion.

Insp

ecto

r to

verif

y fro

m c

oncr

ete

deliv

ery

ticke

t tha

t the

app

ropr

iate

mix

has

been

pro

vide

d pr

ior t

o pl

acem

ent.

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

18 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

2 of

9 (S

truc

tura

l Spe

cial

Insp

ectio

ns)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Form

wor

k sh

ape,

loca

tion,

and

dim

ensi

ons

of th

e co

ncre

te m

embe

rbe

ing

form

ed, c

onst

ruct

ion

join

tspr

oper

ly p

repa

red.

1705

.3A

CI 3

18(2

6.11

.1.2

(b)

X(p

rior t

ode

liver

y of

conc

rete

for

each

plac

emen

t)

Prio

r to

conc

rete

pla

cem

ent,

fabr

icat

e sp

ecim

ens

for s

treng

thte

sts,

per

form

slu

mp

and

air c

onte

ntte

st, a

nd d

eter

min

e th

e te

mpe

ratu

reof

the

conc

rete

.

1705

.3A

STM

C31

AST

M C

172

AC

I 318

(26.

12)

XS

ampl

ing

and

test

ing

frequ

ency

sha

llbe

as

indi

cate

d in

the

cast

-in-p

lace

conc

rete

spe

cific

atio

n.

Con

cret

e pl

acem

ent.

1705

.3A

CI 3

18 (2

6.5.

2)X

Ver

ify th

at w

ater

add

ed a

t the

site

does

not

exc

eed

that

allo

wed

by

the

mix

des

ign.

Ver

ify c

onve

ying

,de

posi

ting,

and

con

solid

atio

n of

conc

rete

. O

bser

ve p

lace

men

tpr

oced

ures

for e

vide

nce

ofse

greg

atio

n, p

ossi

ble

cold

join

ts,

disp

lace

men

t of r

einf

orci

ng o

r for

ms,

and

prop

er s

uppo

rt of

em

bedd

edite

ms,

anc

hor b

olts

, etc

.

Con

cret

e cu

ring

– m

aint

ain

tem

pera

ture

and

tech

niqu

es.

1705

.3A

CI 3

18 (2

6.5.

3-26

.5.5

)

X(d

urin

gho

t, co

ld,

and

win

dyco

nditi

ons)

For w

et-c

urin

g, c

heck

at t

hebe

ginn

ing

of e

ach

day

durin

g 7

day

curin

g pe

riod

Ver

ifica

tion

of in

-situ

con

cret

est

reng

th p

rior t

o re

mov

al o

f for

ms

and

shor

es fr

om e

leva

ted

beam

san

d sl

abs.

1705

.3A

CI 3

18 (2

6.11

.2)

X(p

rior t

ofo

rm o

rsh

ore

rem

oval

)

Ver

ifica

tion

of in

-situ

con

cret

est

reng

th p

rior t

o ba

ckfil

ling

agai

nst

wal

ls.

X(p

rior t

oba

ckfil

ling

oper

atio

ns)

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

19 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

2 of

9 (S

truc

tura

l Spe

cial

Insp

ectio

ns)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Shot

cret

e N

OT

USE

D

Mas

onry

for O

ccup

ancy

Cat

egor

y I,

II, o

r III

Stru

ctur

es

Ver

ifica

tion

of p

ropo

rtion

s fo

r site

-pr

epar

ed m

orta

r and

gro

ut.

1705

.4A

CI 5

30.1

(2.1

)A

CI 5

30.1

(2.6

A)A

CI 5

30.1

(2.6

B)

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

nan

d pr

ior t

ogr

outin

g)

Ver

ifica

tion

of p

ropo

rtion

s of

mat

eria

ls in

pre

mix

ed o

r pre

blen

ded

mor

tar a

nd g

rout

as

deliv

ered

to th

esi

te.

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

nan

d pr

ior t

ogr

outin

g)

RD

PR

C to

app

rove

Des

ign-

Build

er’s

prop

osed

mix

des

igns

prio

r to

cons

truct

ion.

Insp

ecto

r to

verif

y fro

m g

rout

del

iver

ytic

ket t

hat t

he a

ppro

pria

te m

ix h

asbe

en p

rovi

ded

prio

r to

plac

emen

t.

Ver

ifica

tion

of s

lum

p flo

w a

nd V

SI

as d

eliv

ered

to th

e si

te fo

r sel

f-co

nsol

idat

ing

grou

t.17

05.4

AC

I 530

.1(1

.5B.

1.b.

3)X

Ver

ifica

tion

of f’

m a

nd f’

AA

C p

rior t

oco

nstru

ctio

n an

d fo

r eve

ry 5

000

squa

re fe

et d

urin

g co

nstru

ctio

n.17

05.4

AC

I 530

.1 (1

.4B)

XV

erifi

catio

n by

uni

t stre

ngth

or p

rism

test

ing,

see

mas

onry

spe

cific

atio

n.

Pla

cem

ent o

f mas

onry

uni

ts a

ndm

orta

r joi

nt c

onst

ruct

ion.

1705

.4A

CI 5

30.1

(3.3

B)

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

n,on

ce d

aily

for e

ach

crew

, and

prio

r to

grou

ting)

Insp

ect s

ize,

layo

ut, b

ondi

ng a

ndpl

acem

ent o

f mas

onry

uni

ts.

Insp

ect

cons

truct

ion

of m

orta

r joi

nts

incl

udin

gto

olin

g an

d fil

ling

of h

ead

join

ts.

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

20 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

2 of

9 (S

truc

tura

l Spe

cial

Insp

ectio

ns)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Ver

ifica

tion

of s

ize

and

loca

tion

ofst

ruct

ural

ele

men

ts.

1705

.4A

CI 5

30.1

(3.3

F)

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

nan

d pr

ior t

ogr

outin

g)

Anc

hors

gro

uted

in m

ason

ry a

ndan

chor

age

of m

ason

ry to

fram

es,

stru

ctur

al m

embe

rs, a

nddi

aphr

agm

s in

clud

ing

type

, siz

e,an

d lo

catio

n of

anc

hors

.

1705

.4A

CI 5

30 (6

.2)

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

nan

d pr

ior t

ogr

outin

g)

Type

, gra

de, a

nd s

ize

of re

info

rcin

gst

eel.

1705

.4A

CI 5

30 (6

.1)

AC

I 530

.1 (2

.4)

AC

I 530

.1 (3

.4)

X(w

hen

stag

ed a

ndpr

ior t

oin

stal

latio

n)

Ver

ify g

rout

spa

ce is

cle

an p

rior t

ogr

outin

g.17

05.4

AC

I 530

.1 (3

.2D

)A

CI 5

30.1

(3.2

F)

X(p

rior t

oea

chgr

outin

gop

erat

ion)

Ver

ify th

at c

ells

and

sta

rting

bed

s ar

ecl

ean.

Rei

nfor

cing

ste

el a

nd c

onne

ctor

plac

emen

t: ve

rify

size

, spa

cing

,su

rface

con

ditio

n, c

orre

ct lo

catio

n,ty

pe o

f em

bedm

ents

.

1705

.4A

CI 5

30 (6

.1)

AC

I 530

.1 (3

.2E)

AC

I 530

.1 (3

.4)

X(a

tbe

ginn

ing

ofm

ason

ryco

nstru

ctio

nan

d pr

ior t

ogr

outin

g)

Ver

ify d

owel

s an

d in

serts

are

sec

ured

in p

lace

, par

ticul

arly

at r

oof l

ines

, flo

orlin

es, a

nd in

ters

ectin

g w

all l

ines

.

City

of M

orro

Bay

Cod

e R

equi

red

Spe

cial

Insp

ectio

ns a

nd P

roce

dure

sW

ater

Rec

lam

atio

n Fa

cilit

y

01

45

33.3

Issu

ed: M

ay 2

020

B&

V P

roje

ct 4

0053

0P

age

21 o

f46

Issu

ed fo

r Con

stru

ctio

n

Sche

dule

of S

peci

al In

spec

tions

- Ta

ble

2 of

9 (S

truc

tura

l Spe

cial

Insp

ectio

ns)

Syst

em o

r Mat

eria

l

Insp

ectio

n

Rem

arks

Insp

ectio

nA

gent

No.

(see

Tab

le 9

)

Bui

ldin

gC

ode

Ref

eren

ce

Cod

e or

Stan

dard

Ref

eren

ce

Freq

uenc

y

Con

tinuo

usPe

riodi

c

Gro

ut p

lace

men

t.17

05.4

AC

I 530

.1 (3

.5)

X

Ver

ify th

at th

e gr

out l

ift h

eigh

t is

inco

nfor

man

ce w

ith th

e co

de a

ndsp

ecifi

catio

ns.

Ver

ify in

stal

latio

n of

clea

nout

clo

sure

s. V

erify

that

grou

ting

oper

atio

ns a

re h

eld

belo

wth

e to

p if

keyi

ng is

requ

ired

for

subs

eque

nt li

fts, a

s re

quire

d by

cod

ean

d sp

ecifi

catio

ns.

Ver

ify m

echa

nica

lvi

brat

ion

durin

g pl

acem

ent,

and

late

rdu

ring

reco

nsol

idat

ion.

Ver

ify th

atcu

ring

requ

irem

ents

are

bei

ngfo

llow

ed.

Col

d/ho

t wea

ther

mas

onry

prot

ectio

n.

1705

.421

04.3

2104

.4

AC